对于在随机负荷下接结构的基于结构应力的频域疲劳评估方法
1Department of Mechanical Engineering, University of Manitoba, 75A Chancellors Circle, Winnipeg, MB R3T 5V6, Canada.
Materials (Basel, Switzerland)
|December 9, 2023
概括
本研究提出了一种新的平衡等效结构应力 (Equilibrium Equivalent Structural Stress,EESS) 方法,用于预测随机负荷下接结构的疲劳损伤. 对于接接头的频域疲劳分析,EESS方法提供了更高的准确性.
科学领域:
- 结构工程 结构工程
- 材料科学 材料科学 材料科学
- 机械工程 机械工程
背景情况:
- 接结构在随机负载下面临疲劳故障,造成经济和安全问题.
- 传统的方法 (名义,热点,隙应力) 由于几何和加载的复杂性,难以准确预测接应力.
研究的目的:
- 引入一种新的频域疲劳分析方法,用于随机负荷下接结构.
- 为了提高疲劳损伤和接接头的寿命的预测准确度.
主要方法:
- 开发了一种基于平衡等效结构应力 (EESS) 的方法,用于频域疲劳分析.
- 将结构动态特性纳入EESS配方,用于压力和疲劳损伤的表征.
- 在静止随机疲劳负荷下使用接的矩形空隙切口 (RHS) T-关节验证了该方法.
主要成果:
- 通过EESS方法,可以通过单个参数有效地描述接脚部应力.
- 数字结果与RHST关节的疲劳测试数据有很好的一致性.
- 与热点应激方法相比,EESS方法提供了可比或改进的疲劳寿命预测.
结论:
- 提出的基于EESS的频域疲劳分析是接结构的可行和准确方法.
- 这种方法解决了传统方法在随机负载下预测疲劳损伤方面的局限性.
- 该研究强调了将结构动力学纳入结构动力学的重要性,以精确评估接元件的疲劳.
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